Massiah v. Hood

10 A.2d 79, 138 Pa. Super. 90, 1939 Pa. Super. LEXIS 361
CourtSuperior Court of Pennsylvania
DecidedOctober 11, 1939
DocketAppeal, 221
StatusPublished
Cited by3 cases

This text of 10 A.2d 79 (Massiah v. Hood) is published on Counsel Stack Legal Research, covering Superior Court of Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Massiah v. Hood, 10 A.2d 79, 138 Pa. Super. 90, 1939 Pa. Super. LEXIS 361 (Pa. Ct. App. 1939).

Opinion

Opinion by

Stadtfeld, J.,

The defendants, appellants, were the general contractors, for the erection of a high school building in Collingdale, Pennsylvania. The plaintiff, appellee, was the sub-contractor to construct the cement and concrete work. He brought this action to recover a balance due on his contract and also for certain items he denominated “extras”.

The contract was embraced in an oral estimate submitted by appellee to appellants and a. letter from the latter to the former, dated February 5, 1936, as follows: “We hereby accept your estimate to furnish all the labor and materials necessary to do all the cement and concrete work, build all forms, furnish and erect all reinforcing material and mesh, according to the plans and specifications as prepared by Heacock and Hokanson, architects, Philadelphia, Pennsylvania, on the above-named job for the sum of $6100.”

The balcony in the high school involved in this case consisted of twelve successively ascending platforms. The framework of the balcony was of steel with a cement floor or treads. Paragraph 20 of the specifications provided for the construction of these cement treads in the following language: “The cement treads shall be 2% inches thick carried on ribbed wire lath 4.2 pounds per square yard or Keystone beam steel floor, U. K. 18/18 or similar approved material for carrying the cement fill and live load of 100 pounds per square foot.”

Paragraph 10 of the statement of claim averred as follows: “The stair work and the balcony steps on the said building was changed so that it became necessary to place form work on the under side of the above, which form work was not contemplated by the original plans and specifications. This work defendants orally authorized the plaintiff to do and the cost of this work is outlined below: (Detailed list of items, amounting to *93 $780.07 follows).” This item is the principal matter in dispute in this appeal.

In paragraph 15 of the statement of claim, appellee averred that the appellants agreed to pay the prices for the extra work.

The appellants in the affidavit of defense denied that the form work was not contemplated by the original plans and specifications and further denied that they ever agreed to pay therefor. Appellants also claimed an amount due them from the appellee representing the correction of certain defective work and also several items for materials purchased by the appellee for which the appellee, in writing, directed the appellants to pay.

The reply denied generally the averments of the counter-claim.

The jury returned a verdict for $1049.08, which included the item for the form work contained in paragraph 10 of the statement of claim.

The appellants filed a motion to reduce the verdict and a rule for new trial, both of which motions were discharged and judgment was entered on the verdict as rendered by the jury. This appeal followed.

The only questions raised on this appeal relate to the recovery allowed for the extra work embraced in paragraph 10 of the statement of claim, and the action of the court in withdrawing from the jury several items for materials purchased by appellee and not paid for, and for which appellants claim to have been legally bound; and the refusal to permit appellants to amend paragraph 10 of the affidavit of defense.

As to the item of $780.07, the issue narrowed itself down to whether certain ribbed-wire lath or patented steel floor was reinforcement to be included by the plaintiff or was steel work to be furnished by another subcontractor.

From the testimony presented at the trial, the following facts appeared, as set forth in the opinion of the court below from which we quote: “Both the ribbed *94 wire lath and Keystone beám steel floor referred to above are used as support for the cement treads. The plans produced at the trial of this case indicated that a steel flooring was to be used for carrying the cement fill. A controversy arose during the progress of the work between the plaintiff and the defendants as to who was to supply this steel flooring. The defendants contended that plaintiff was to supply it, and the plaintiff, on the other hand, contended that it was. not a part of his contract, but was part of the steel construction which was to be supplied by the miscellaneous steel sub-contractor or the defendants. The defendants thereupon insisted that the plaintiff proceed with the cement work on the balcony and construct wooden forms in which to pour the cement for the balcony treads. The plaintiff agreed to do so provided he was paid for these forms which he considered as additional work made necessary by the defendants’ failure to supply the steel plates. The plaintiff sought to recover in this action, the sum of $780.07 as being the reasonable cost of the materials and labor involved in the construction of these wooden forms.

“The plans produced at the trial did not indicate which particular sub-contractor was to furnish the steel flooring for the balcony. They showed not only this steel flooring but other steel construction for the balcony which the defendants admitted it was not the obligation of the plaintiff to supply. The specifications under the heading ‘Cement and Concrete Work’ did not refer to this flooring at all. Reference to this steel floor was contained in the specifications under the item ‘Miscellaneous steel and light iron work’, which specifications described the manner in which the whole balcony was to be constructed. The plans and specifications therefore could not be said to clearly indicate that it was the plaintiff’s duty to supply the steel floor for the balcony steps. The defendants apparently realizing this difficulty sought to prove that this steel floor was a form *95 or re-enforcing material or mesh, presumably because the contract provided that the plaintiff was to ‘build all forms, furnish and erect all re-enforcing material and mesh’. There was, however, testimony on behalf of the plaintiff that this steel floor was neither a form, re-enforcing material or mesh.”

Quoting further from said opinion: “The defendants, however, contend that they advised the plaintiff at the time he constructed these wooden forms that they would not pay him therefor, and that, the plaintiff having constructed them nevertheless, he cannot charge the defendants with the cost thereof. We cannot agree with this contention. The letters offered in evidence between the plaintiff and defendants relating to this controversy clearly indicate that the defendants refused to pay the plaintiff for these additional forms because they insisted that he was bound to supply the steel flooring, and that these wooden forms were supplied by him in substitution therefor. We cannot assume that they would have taken the highly improper and questionable position of refusing to pay for these forms if they were convinced that they were made necessary by their own failure to supply the steel flooring.

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Cite This Page — Counsel Stack

Bluebook (online)
10 A.2d 79, 138 Pa. Super. 90, 1939 Pa. Super. LEXIS 361, Counsel Stack Legal Research, https://law.counselstack.com/opinion/massiah-v-hood-pasuperct-1939.